HomeMy WebLinkAbout32394-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
Date: 12/26/06
No: Z-32096
THIS CERTIFIES that the building SUNROOM ADDITION
Location of Property: 790 SHIPS
(HOUSE NO.)
County Tax Map No. 473889 Section 79
DR
(STREET)
Block 3
SOUTHOLD
(HAMLET)
Lot 26
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 25, 2006 pursuant to which
Building Permit No. 32394-Z
dated SEPTEMBER 27, 2006
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to PATRICK J & PHILOMENA KILCOMMONS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE NO.
3014627
12/11/06
PLUMBERS CERTIFICATION DATED
N/A
~
~ized Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of propeliy with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly complelcd application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building 1nspeclor sliall state the reasons therefor in writing to the applicant.
C. Fees
L Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction:
Old or Pre-exisling Building:
Location ofproperty: '7 "oS 4, ,t:>,S V ~ .
House No. ( Street
Owner or Owners ofPropeliY:~.et~ 'i'- ~. /O"lGAJ.4
/' (check one)
$OtJ-f'HO /')
/oJ . ~LI_-'i-:L'-
Hamlet
It: Ie_a,'l( "1 V-V ~
Suffolk County Tai' Map No 1000, Section -----'1-.q---- Block 3- _ Lot .2.-.6____
Subdivision ~dtJGtJ--,-tJOIlJ)1._es-f~ Filed Map. SS2.Q_ Lol _5____
Permit No. 32.3J..Y___ UdtC 01 PClnul q~~J~"- _Applicant. ~ ~ /c.P...~o",;...s_. _
Health Dept. Approval: _
Planning Board Approval:
_.____ Underwriters Approval: __._______
Request for:
Temporary Certificate
Final Certificate:
/'
( check one)
Fee Submitted: $ I 2 l'
Applicant Signature
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BY THIS CERTIFICATE OF COMPLIANCE THE
NEW )fORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET - NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of
upon premises owned by
STEPHEN O'CONNOR
1195 SHIPS DR
SOUTHOLD, NY
PATRICK KILCOMMONS
790 SHIPS DR
SOUTHOLD, NY 11971
790 SHIPS DR SOUTH OLD, NY 11971
3014627
Certificate Number:
3014627
Application Number:,
i
Section: Block: Lot: Building Permit: BDC: ns11
Described as a occupancy, wherein the premis;;:fec~J~em consisting of
electrical devices and.wiring, described below, located in/on the premises at:
First Floor, sun ~oom, Outside,
I '
1
A visual inspection of the premises electrical system, limited to electrical deVices and wiring to the extent detailed
herein, was conduCted in accordance with the requirements of the applicable code and/or standard
promulgated by the 'State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 11th Day of December, 2006.
Name OTY Rate Ratine: Circuit ~
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FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
32394 Z
Date SEPTEMBER 27, 2006
permission is hereby granted to:
PATRICK J KILCOMMONS & ANO
790 SHIPS DRIVE
SOUTHOLD,NY 11971
for :
SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR
at premises located at
790 SHIPS DR
SOUTHOLD
County Tax Map No. 473889 Section 079
Block 0003
Lot No. 026
pursuant to application dated SEPTEMBER 25, 2006 and approved by the
Building Inspector to expire on MARCH
27, 2008.
Fee $
150.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
):J-3 ,If z..
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING 1)<] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
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DATE //-;LI-o~ INSPECTOR ~~
3 ~3 7tf 7-.
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
k;
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
M FRAMING I STRAPPING [ ] FINAL
,
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
'~~tJ~
DATE II r Y ;' 0 ,
INSPECTOR ~.~
----
'3i-'31!{-z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
M. FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ).4:~
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DATE
1/-3 -b~
INSPECTOR ~~
3~)?'fZ-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
N FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE
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INSPECTOR ~ ~
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FIELD INSPECTION REPORT
COMMENTS
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FOUNDATION (1ST)
ROUGH FRAMING &
PLUMBING
INSULATION PER N, y,
STATE ENERGY CODE
FINAL
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ADDITIONAL COMMENTS
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BUILDING PERMIT APPLICATION CFlECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to:
T()~N OF SOUTHOLD
BUILDiNG DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/SouthoId/
PERMIT NO. d.93<1+-Z
Examined
Approved
Disapproved aI c
4/~ 7 ,20 b
'1/2.'1- ,20~
I
Expirat~~ll
-.., !"-
1'\
,
,20_
Phone: (p 3/- C, 916-'$& o:L
Building
2.2P
APPLICATION FOR BUILDING PERMIT~
Date q a5(blJ
INSTRUCTIONS
,20_
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
~ b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of South old, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Sign re of applicant or name, if a corporation)
4 Half7;/1ZJr1 c-+ CDrtJ.YYl A'YII7t97
(Mailing addl:ess of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
-fleJRYTf
Nameofownerofprernises ftdnclL 11;/&JmrnDr1!i' ,<::fa Shl~ Dr/~('i..trYldd..-.u971
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No. MIA
Electricians License No. N\A
Other Trade's License No'~IA
I. Location of land on which proposed work will be done:
,a.D S'n\g;: Dr~ ~()u:Wto\r1 \ \9/1
House Number treet
Hamlet
-,,~ ' .
'.' "'-"-..,1
coun~YTaX~~ 1000 Section 7~ Block .3..,;,.;:..'
SubdlVlslOn vieAAl \AX:ods FlIed MapNo.S'CSaD
arne)
Lot .Q l..
~~t., 5
I
J
2. State existing use and occupancy of premises and intended use lWd occupancy J~ ~~~e~e~ construction:
a. Existing use and occupancy -t>r1 \JO.J~P S \ (\9-11) -\AYY1.1 \IJ ~
b. Intended use and occupancy So..M 0 )
"'
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
Addition J
Other Work
Alteration
(Description)
4. Estimated Cost
Fee
5. If dwelling, number of dwelling units
If garage, number of cars
(To be paid on filing this application)
Number of dwelling units on each floor
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
, ~
7. Dimensions of existing structures, if any: Front~ \ Rear --=7.;>,
Height Number of Stories \
")
Dimensions a:f same structure with alterations or additions: Front.:J \
Depth~.y -= Height Number of Stories
...
Depth~
)
Rear 1 d.
\~...y
Depth Cl 'LD "
, "
8. Dimensions of entire new construction: Front_\ S? \ 0
Height \ ~ ) \ \ 'I Number of Stories I
5?' .,
Rear \ \ D
S.mYl..l
\
)
Depth \ I 5
,
9. Size of lot: Front \ as
Rear \ 9.1.Q3)
10. Date of Purchase
Name of Former Owner
\
II. Zone or use district in which premises are situated
.
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_
13. Will lot be re-graded? YES_NO l Will excess fill be removed from premises? YES_NO i-
14. Names of Owner o~remises ~j Ki IClmMmAddress 7q()S\riip' Dr S~hone No.lD:s\-l w:;.. \ c::/ii,3
Name of Architect icmwl Address~~~~nbT'fJ81"~I-$'al-5S8c:2.
Name ofContractor~u.( S'fu.!()ns. Sl.mrro/Yl~ Address5i ~. '. hone No. lP3/-5u ~-3.3,J>/
rio/ brPok N'/ 1/7'-1/
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO _
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES_NO_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
",'\\. l f:.J17,S:
COUNT:O.~
ro...n being duly sworn, deposes and says that (s)he is the applicant
ame of individual signing contract) above named,
(S)He is the
Cuvn+
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Public
CAROl. ~ New 1lrk
Notaay~b1~ll~
Qualified in Suf\P.Ik"'list ur. 2007
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SURVEY OF LOT 5
MAP OF BAYVIEW WOODS ESTATES
FILED SEPTEMBER <1,. 1<110, FILE No. 5520
51lUA TE: BAYVIEW
TOWN: SOUTHOLD
SUFFOLK WUNlY, NY
SURVEYED 11-23-2004
SUFFOLK COUNTY TAX #
1000-1<1-3-26
CEJRTIFlED TO:
Patrick 1. KiIcommoos
Philomena ]g"U""","""l8
Liberty TItle LTNY 3276504
Commonwealth Land Title Insurance Company
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MONUMENT FOUND
AREA 0 23,151 sf or 0.53 oaBS
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JOHN C. EHLERS LAND SURVEYOR I
6 EAST MAIN STREET N.Y.S. Lie. NO. 50202 II
RlVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\04-329.pro J
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SUNROOMS . CONSERVATORIES. PATIO ROOMS
GLASS a SCREEN ENCLOSURES. SKYLIGHTS
Outdoor L;fIing...Eruloors~
FOUR S~ASONS SOLAR PRODUCTS CORP.
5005 Veterans Memorial Highway, Holbrook, New York 11741
Tel (631) 563-4000. Fax (631) 218-9076
1-800-FOUR-SEASONS (1-800-368-7732)
Internet http://www.four-seasons-sunrooms.com
E-Mail info@four-seasons-sunrooms.com
ENGINEERING CALCULATIONS
STANDARD SYSTEM 8 GEORGIAN
CONSERVATORY
MODEL G8BT1809A
WITH 3" BY 5.50" WOOD ROOF RAFTERS
AT 30" ON CENTER SPACING
WITH 3"X 7" HIP BARS ~OF NE
FOR THE KILCOMMONSRESI
LOCATED AT 790 SHIPS DRIVE
SOUTHOLD, NY 11971
DATE: September 15, 2006
THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR
45 psf GROUND SNOW LOAD
120 mph EXPOSURE C WIND LOAD *
AS PER THE 2002 NEW YORK STATE BUILDING CODE
. INTERNAL PRESSURE COEFFICIENT = 0.55
AND EITHER MEETS OR EXCEEDS THESE LOADINGS
NOTES:
1. THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, BUT NOT
INCLUDING, THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW
CONSTRUCTION. ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO
THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE FOUR
SEASONS PRODUCT, AND MUST BE DESIGNED BY OTHERS.
2. THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT
ACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE EXISTING
STRUCTURE. THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.
ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY A DESIGN PROFESSIONAL
~
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APP. OV 0 AS NOTED
DATE: 2--? z.. B.P.' 8d<:59'i?
F . c>O BY: 7iJP1L-
:,' iFY BUILDING DEPARTMENT AT
;,:;S-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
FLOODZONE N~ -~
COMPLY WITH CHAPTER "46.'
F! 000 DAMAGE P~EVENTION
SOUTHOLD TOWN CODE.
If E"LG"C.I~(.
UNDERWRITERS CERTIFICATE
REQUIRED
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
SOUTHOLD TO 'iN Z8A
SO THOLD TOWN PLANNING BOARD
SOUTHOLC TOWN TRUSTEES
N.Y.S. DEe
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
.-
~FRAI NOT[S
1. THE CONTRACTOR SHAl.L \/ERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY
ARCHITECT OF ANY CONDIT1ON NOT /oS ASSUMED. HE SHALL TAKE FIELD MEPSUREMENTS
AND BE RESPONSIBLE FOR THE SAllE.
2. PROVIDE All. NECESSNlY SHORING AND BRN::lNG /oS REQUIRED FOR THE SAFE INSTALlATION
OF THE NEW CONSTRUCTION AND PRQlECTlON OF THE EXISTING CONDlTlONS.
3. NO NOTE OR LACK THERE OF SHAll. BE CONSTRUED /oS REUEVlNG THE CONTRACTOR FROM
EXECUTING All. THE WORK IN ACCORllANCt: WITH THE BUILDING CODE OF NEW YORK STATE,
THE RESIDENTIAL CODE OF NEW YORK STATE & All. LOCAL REGULATIONS HAVING JURISDICTION.
4. FRAMING LUMBER SHAll. BE STRESS RATED DOUGlAS FIR-lARCH OR SOUTHERN PINE RATlED
SOO PSI MIN. FOR BENDING. BRIDGING 8' -0" OC MIN. & ENOS, DOUBLE JOISTS UNDER
PARTITIONS, SOUD BlOCKING UNDER PERPENDICUlAR PARTITIONS. CATS IN All. PARTITlONS.
5. All. LVL BEAMS SHAl.l. BE "TRUS JOIST -llACMILUAN" WITH MIN. STRUCTURAL PROPERTIES
AS FOLLOWS: FB-26OOPS1. fV-285PSl. FCPERP-750PSI, FCPAR-2510PSI, E-l,900.000PSI.
CFN-7.35.
6. IIIN. (2)2"Xl0" HEADERS OVER All. OPENING UNI.[SS OTHERWISE NOTlED.
7. PROY1DE STRUCTURAL METAL CONNECTORS BY "SIIIPSON STRONG TIE" OR APPROVED EQUAL
AT All. BUTT CONNECIlON OF STRUCTURAL MEMBERS.
8. ALL CONSTRUCITON TO IlEET THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK
STATE, THE RESIDENTIAL CODE OF NEW YORK STATE, THE ENERGY CONSERVATION CONSTRUCTION
CODE OF NEW YORK STATE, AND All. LOCAL ZONING RUI.[S " REGULATIONS.
s. FIRE STOP All. CONCEALED SPACES WITHIN WALLS, ATTIC, CORNICES, AROUND FLUES, AND
DUCT OPENINGS (1IIN. 2X LUIlBER OR OTHER ~ MATERIAL) /oS PER RESIDENTIAl CODE
OF NEW YORK STATE, 4S IIINUTE FIRE PROOF SElF CLOSING DOOR TO GARAGE. 5/8" TYPE"X"
WAll. BOARD ON All. GARAGE STUD WAlLS " CElUNGS COIIIION TO HOllE. 1/2" TYPE "X"
GWB ON HOllE SIDE OF OOIIIION WALLS.
10. INSTAll. ALL WATER, WPSTE, SOIl, AND VENT UNES IN ACCORDANCE WITH THE RESIDENTIAL
CODE OF NEW YORK " THE PLUIIBlNG CODE OF NEW YORK STATE.
11. ELECTRICAL INSTALLTlON SHAl.L COIIPLY WITH THE NATIONAL ELECTRIC CODE " THE
RESIDENTIAL CODE OF NEW YORK STATE, AND THE RULES " REGULATIONS OF All. LOCAL
AUTHORITIES " UTlUTlES. All. ELECTRICAL WORK SHAll. 8E UNDERWRITER _ROIlED.
12. THE ARCHITECT SHAll. NOT BE RESPONCIBLE FOR THE ACTS OF OIlIlISSION OF THE
CONTRACTOR OR ANY SUB-CONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING
THE WORK.
13. THE ARCHITECT IS NOT RESPONCIBLE FOR THE IlEANS " IIETHODS OF CONSTRUCTION NOR
THE SAFETY ON THE JOB SITE, AND THESE RESPONSIBIUTlES ARE INTENDED TO BE REIIAIN
SOLELY THOSE OF THE GENERAL CONlRACTOR.
14. THE ARCHITECT IS NOT RESPONSIBLE FOR OBTlANING ANY BUILDING PERMITS AND/OR
VARIANCE APPROVAL.
15. ALL DlIIENSIONS ARE TO FACE OF STUOS OR CENTERUNE OF BEAIIS. THE CONTRACTOR
SHAll. VERIFY All. DIIIENSIONS PRIOR TO BEGINNING CONSTRUCTION.
16. FOUNDATIONS ARE TO BE PLACED ON UNDISTURBED SOIL WITH AN ASSUIIED SOIL BEARING
CAPACITY OF 1 TON. IIINIIIUII STRENGTH OF POURED IN PLACE (PIP) CONCTETE IS TO BE
3000PS1 IIIN. AFTER 28 DAYS. EXCEPT SlABS " STAIRS EXPOSED TO WEATHER WHICJ WILL
BE 3l500PSI IIIN. AFTER 28 DAYS
17. ANCHOR BOLTS TO BE ll"DlA. IIIN. " SHAll. BE SPACED AT 3'-0"OC IIA)(., 12" FROII All.
CORNERS, IIIN. 2 BOlTS PER SILL SECTION, IIIN. 7" EMBEDIIENT, AND SHALL BE HOOKED.
1 B. ALL EXHAUST SYSTEIIS SHAll. HAVE SHUTOFF OAIIPER AT THE BUILDING WALL WITH IIA)(.
LEAKAGE OF 2OCFII. ATTIC VENTILATION PROVIDES 1 SF FREE VENT FOR EACH 600SF OF ATTiC
SPACE. INTERIOR TOILETS SHALL BE VENTlLATlED WITH l00cFII EXHAUST FANS ON A SWITCH.
IS. ALL SHOWER ODORS " OTHER GlASS LESS THAN 24"AFF SHALL BE TEllPERED (1IIN. 3/16"
THICK)
2D. STAIRS SHAll. BE 36" WIDE, IIA)(. RISER 8 II" (IIA)(. VAR. 3/8i, g" IIIN. TREAD, toIIN.
HEADROOII SHAll. BE 6'-8", lANDING SHAl.l. BE REQUIRED FOR ALL STAIRS WITH IIORE THAN
TWO (2) RISERS, lANDING WIDTH SHAll. BE NOT LESS THAN THE DOOR OR STAIRWAY SERVED
AND SHALL HAVE AlliN. DIIIENSION OF 36" IlEASURED IN THE DIRECTION OF TRAVEL.
21. All. STAIRS WITH OVER TWO (2) RISER" ALL lANDING SHAll. HAVE HANDRAILS. HANDRAILS
SHALL HAVE A CIRCUlAR CROSS SECTION OF AT LEAST 1 1( " " NOT GREATER THAN 2". IF
NOT CIRCUlAR THAN A PERMIIIETER DlIIENSION OF AT LEAST 4" AND NOT GREATER THAN
6 II" WITH MAX CROSS SECTION DlIIENSION OF 2 II".
22. GAUROS ARE REQUIRED ON PORCHES, BAlCONIES, RAISED FLOORS, DECKS LOCATlED 30" OR
IIORE FROII GRADE OR FLOOR LEVEl, ALSO All. STAIR WITH GREATER THAN 2 REISERS. GAURDS
SHALL BE A MIN. HT. OF 36" EXCEPT STIRS WHICH CAN BE 34". THE GAURDS SHALL BE OF
SIZE /oS TO NOT All.OW THE PPSSAGE OF A 4" SPHERE.
23. PATCH " REPAIR EXIST1NG WORK TO REIIAIN " MATCH NEW CONSTRUCTION.
24. ALL LUIIBER EXPOSED TO ELEMENTS SHAll. BE ACQ TREATlED AND SECURED WITH
NON-CORROSIVE HARDWARE (BOLTS, NAILS. HANGERS, ETC'?).
25. ARCHITECT RECOIIMENDS All. SETBACKS BE VERIFIED BY A UCENSED lAND SURVEYOR BEFORE
PROCEEDING WITH CONSTRUCTION.
26. All. EXCAVATIONS SHAll. BE FREE OF ANY ROOTS " DEBRIS.
27. IIIN. CRAWL SPACE VENTALATION SHALL BE IIIN. 1 SF /1SOSF OF UNDER FLOOR AREA, WITHIN
3FT OF EACH CORNER.
28. UNTREATED WOOD TO SOILS CLEARANCE SHAl.L BE /oS FOLLOWS: JDlST MIN 18", GIRDERS
IIIN. 12".
29. JOIST BEARING IIINIIIUIIS: ON CONCRETE 3", ON WOOD PLATE I 16", JOIST lAP MIN. 3"
" 3 100 NAILS.
3D. All. TOP PLATES IIUST BE PAPPED & FACE NAILED 100 MAX 24 "OC.
31. USE "6GA. STEEL STRAPS OVER NOTCHES OF SOlI: OR GREATER OF TOP PLATE.
32. WAL.IS PERPENDICUlAR TO JOIST MAX . OFFSET FROII GIRDER SHAll. BE I NOIlINAL
JOIST SIZE.
33. STUD NOTCHING " BORING:
c. BEARING OR EXTERIOR WALLS: MAX NOTCH 2511, IIAX. BORING 4Dll
b. NO BEARING WALLS: MAX. NOTCH 401I, BORING 60lI
c. NO HOLE ALlOWABLE CLOSER THAN 5/8" TO FACE OF STUD
34. NO DUCT OPENING ALLOWABLE IN GARAGE, OR OPENINGS FROR GARAGE TO SLEEPING
AREAS.
35. DOOR FROII HOUSE TO GARAGE IIIN. 4S IIINUTE FIRE RATING OR 1 3/8" SOUD
CORE, ALSO W/SElF CLOSING HINGE.
36. ALL HVAC WORK SHALL BE DONE IN ACCORDANCE w/ALL CURRENT CODES
37. ALL STAIRS" BALCONIES IIUST BE POSITIVELY ATTACHED (NOT TDENAlLEO)
38. All. lANDINGS SHALL BE A IIIN, OF 36" IN DIRECTION OF TRAVEL.
39. FLOOR OR LANDING REQUIRED AT EACH SIDE OF EXIT DOOR, TOP" BOTTOII
OF STAIRS, DOOR MAY NOT SWING OVER lANADlNG (EXCEPT SCREEN DOOR),
FLOOR OR lANDING MAX. 1 16" 8ELOW THESHOLD. EXTERIOR DOOR lANDING
IIA)(. 8" BELOW THRESHOLD.
4D. EGRESS REQUIREMENTS: SILL HT. 44" MAX. ABOVE F.F., 5.7SF CLEAR
OPENING, IIIN. 2D" WIDE CLEAR OPENING, IIIN. 24" CLEAR HBGHT OPENING,
NO WlNOOW WITHIN 3FT OF PROPERTY UNE, WINDOW WELLS IIIN. SSF " 36"
IIIN 0111., WINDOW WELLS 1I0RE THAN 44" BELOW GRADE IIUST HAVE
PERMANENT lADDER.
41. RAFTER TIES - IIIN. 1"X4" . 4'OC MAX.
42. ATTIC VENTILATION: VENT EACHENCL. ATTIC" RAFTER BAY, 1/8" TO 1("
IIESS SCREEN OVER OPENINGS, NET AREA OG OPENING IIIN. 1/1SOTH OF
VENTED AREA OR 1/300TH IF SOlI: - 8011 OF VENTING NEAR TIO OR VAPOR BARRIER
43. STRUCTURAL SHEATHING/BRACING SHALL BE PLYWOOD 5/16" IIIN FOR STUDS 16"OC
OR 3/8" FOR STUDS 24"OC, FIBERBOARD 16" IIIN FOR STUDS 16"OC, GYPSUII BOARD
NAILED 07"00, BLOCK All. HORZ. EDGES.
44. TEMPERED GlASS REQUIRED FOR All. SHOWER/TUB DOORS.
45. MIN STAIR HEADROOII SHAll. BE 6'-8", MAX RISER HT. 7 7", IIIN. TREAD WIDTH 10".
RISER OR TREAD MAX DIFFERENTIAL SHALL BE 3/8' IN N<< FUGHT
46. GAURDRAlLS ARE REQUIRED FOR ANY WALKDFF GREATER THAN3D" ABOVE FLOOR OR
GRADE, IIIN. HT. 36" (34" ON STAIRS) MAX OPENING SIZE I.[SS THAN4" (6" FOR
TREAD/RISER/RAIL TRIANGLE)
47. HANDR1ALS ARE REQUIRED IF 2 OR 1I0RE RISERS. RAILS HT . IIIN. 34" IIA)( 38",
GRIPS IIUST BE I II" - 2" CIRCUlAR CROSS SECTION OR IF NOT CIRCUlAR SHALL
HAVE PERIIIETER 0111 OF 4" - 6 II" WITH MAX CROSS SECTION DIll OF 2 II". MAX
PROJECTION INTO STAIRWAY SHAll. BE 4 16", ENDS SHAl.l. RETURN TO WALL OR NEWEL
POST.
48. TEIIPERED GlASS REQ'D FOR: VERTICAL EDGE LESS THAN 24" DR DOOR SWING, BOTTOII
EDGE LESS THAN 18" FROII FLOOR OR GRADE, IF WALK THROUGH HAZARD EXISTlS,
EXPOSED AREA OF PANE GREATER THAN 9SF.
49. NATURAL LI1E SHAl.L BE IIIN. 811 OF FLOOR AREA IN HABITABLE SPACE, BATH ROOIIS
3SF OR ARTIFlCAL UGHT " VENT.
SO. VENTILATION SHAll. BE IIIN 411 OF FLOOR AREA OR IIECHANICAl OF .35 AIR
CHANGES/HR OR lSCFII/ooCUPANT
51. SIIOKE DETECTORS SHALL BE HARD WIRED W/BATTERY BACKUP, REQUIRED IN EACH
BED ROOII " ADJACENT HALL. AT LEl>SE 1 REQUIRED ON EACH STORY " BPSEIIENT,
IIUST NE INTERCONNECTED " AUDIBLE FROM SLEEPING AREAS
52. GRADE SHALL BE FALL IIIN. OF 6" WITHIN 10' OF FOUNDATION WALL
53. CONCRETE " IIASONRY FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED ADJACENT
GRADE A MIN. OF 4".
54. THESE DRAWINGS " SPECIFICATIONS HAVE BEEN PREPARED UNDER THE SUPERVISION
OF THE UNDlERSIGNED AND TO THE BEST OF THE UNDERSIGNEDS KNOWlEDGE, BEUEF,
AND PROFESSIONAL JUDGEIIENT ARE IN COIIPUANCE WITH THE RESIDENTIAL CODE OF
NEW YORK STATE.
55. ALL ELECTRICAL WORK SHAll. BE DONE IN FULL ACCORDANCE WITH CURRENT CODES
A. ALL EQUIP. INSTALlED OUTOOORS " EXPOSED TO WEATHER SHAll. BE WEATHERPROOF
B. BOTTOII OF RECEPTACI.[S " SWITCHES SHAll. BE LOCATED 5" ABOVE COUNTER TOP
UNLESS NOTED OTHERWISE
~~~~Ekr&~Mk'f~~~N'Nr.!5~E~0~~ tf~?JK~V.~ m-B NsfwrA~ ~CTlDN
D. WALL SWITCHES TO BE 1I0UNTED 48" ABOVE FIN. FL.
E. ALL SIIOKE DETECTORS TO BE WIRED IN A IlANNER SUCH THAT THE ACTIVATION OF
ONE WILL ACTIVATE ALL
WIND UPlIFT DESIGN
WOOD p~ CONITItUcrrON MANUAL
FOR 0N8 & TWO 'MtL Y DWnL". (ZG01IDrrlON)
SEC110N 3.2.2.1 ROOF "SSEMIL Y TO WALL ASSEMEII.. Y
TABlE 3.4
SEC110N 3.2.2.2 WALL ASSEMBLY TO WALl.. ASSEMBLY
TABLE 3..
SECll0N 3.2.2.3 WALL ASSEMBLY TO FOUNDATlON
TABLE 3.2, US, 3.2C
SECTION 3.2.3.1 HOLCDOWNS
TASLE 3.17
SECllON3.2.4.1 ROOF SHEAlHING
TABLE3.1D
SEC110N 3.2.4.2 WAll SHeATHING
TABLE 3.11
SECllON 3.2.4.3 FLOOR SHEA THNG
MIN. eo COMMON NAilS. 6"OC CENTER
OF PAN.. & 12"OC FlELC
SEC110N 3.2.4.4 ROOF CLADCING
PER MANF. RECOMMENDATIONS
SECTION 3.2.4.5 WALL CLADDING
TABLE3.11
SECTION 3.2.5.1 RIDGE STRAPS
TABLE 3.'
SECllON 3.2.6.2 JACK RAFTERS
TABLE 3.6
SECllON 3.2.5.3 NON-L.OADElEARJNG WALL ASSEMBLIES
TABLE3,.4.C
SECllON 3,2.5.4.1 HEADER AND/OR GIRDER TO STUD
TABLE 3.8
SECTION 3.2.U.2 TOP & BOTTOM PLAlE TO FULL. HT. STUDS
TABLE 3.&\
t
. ARCH. PLOT
1"=60'-0'
OWNERSHIP OF DOCUMENTS
THESE DOCUIIENTS AND SPECIFICATIONS ARE THE INSTRUIIENTS
OF SERVICE AND SHAll. REMAIN THE PROPERTY OF THE ARCHITECT
WHETHER THE PROJECT FOR WHICH THEY ARE IIADE IS EXECUTlED
OR NOT. THEY ARE NOT TO BE USED ON N<< OTHER PROJECTS
EXECPT BY WRITTEN AUTHORIZATION OR THE ARCHITECT.
THESE DRAWINGS CAN NOT BE REPRODUCED IN PART OR WHOLE
WWlTHOUT WRITTEN PERMISSION OF THE ARCHITECT.
ind
Climatic & GIO ra hie D.II n Crtterla
Sub'eclto 8me From
Ground Siesmic
Snow Load Speed (mph) Design
Cot,
Wlnler
Design
T~
1
Ice Shield
Underlaymenl
Re wired
Yo.
WeetheringFrostLine
Doplh
Do''',
Flooo
Hszel'd
Termites
,
odtoHeev
'M"
..,..
,
TMLI tt402.2
M.UL4UM "C"_ COMPM.IIVIIT....GTH Of CONCIltlTI
MINMJM lPeCP.D CO.....IM!! 'TItINCITH" '.
W!A1lIIRlNCIIlOTlNML I
T1!
TYPI OR LOCA nON Of CONCRelI CONSTRUCTION
ON
NOTEXPOSEDTOWEATHER
BASEMENT SLABS AND INTERlORSLA8S ON GRACE, EXCEPT
SLABS
EM NTWAL ,FOUNOA.T1ON WALLS, EXTER10RWALLS,
N OTHERVE CAL. CONCRET WO EXPOSED TO ATHER
ORCHEiS,C iSLA A is EXF'OiSEOTO......-a.THE
NO GARAGE FLOOR SLABS
P'ORSI'PO\.INCPEFlSQ,INCH.6,_~
......
2,500'
2,500
2.600
2.500
2,500
2,500
2.600
3.000"
2,500'
3.DOO~
3,000'"
3,500"
. AT211DAYSpll
o see TA.elE R3012(1) 1 ill RESICEillTlAL. BUILDING COO! OF NEW YO~ ST....TE roFl WEATHERING POTENTIAl..
c. COillCRETE IN THESE LOCATIONS MAY BE SUBJeCT TO ~EZING,lIIlO THAWING DURING CONSTRUCTION THER~ A1R.ENTR.lliII
IN MCOROMCE W1Tr1 FOOTiIIOTE II
d. CONCRETE SH.AU.8e A1R-EiIITRAlNEC, TOTALAJR CONTENT (PERCENT BYVOl.UME OF CONCReTE)SHAll. NOT BE LfSS iHAN
5 PElllCENT OR MORE THAN 7 peRCe~n
e seE SeCTION R402.2 OF Tff ~SIOeNTlAl BUILDING CODE OF New YORl< STATE f'"Oro! 1IllNlWUM CEMeNT CONTENT
TABLE R30U
_UNIFORMLY
DlSTRIBUTlED LIVE LOADS
N ill SPERSCll.WlfFO
ERIOR aALCONIES
ECKS
PASSENGER VEHICLE GARAGES
HieS 'MTHOUT STORAGE
Hies WITH STORAGE
OOMS OTHER THAN SlEEPING ROOMS
EEPING ROOMS
lAIRS
UARDRAllS & HABDRAllS
etHe tektln frnrn Residertiel Code 01 NYS
60
40
50
10
20
40
30
40
200
NOTES:
1. THIS PLOT PLAN IS FOR REFERENCE ONLY, FOR ADDmONAL
INFORMATION SEE SURVEY PROVIDED BY A UCENCED LAND
SURVEYOR.
2. LOT COVERAGE CALCS.
LOT SF: 23, I BO
EXISTING: 1894SF (8.2";)
PROPOSED: 2 I 12SF (9. I X)
~I<I
,~~
^" <:;j
'v!?
r;>~
"
PLAN
R J WIND
ARCHITECT, PC
4 Anthony Drive
ROCKY POINT. N.Y. 11778
PH: (631) 821 -5582
Fa.: (831) 821-5582
PROJECT NAME:
KilcommODB Residence
790 Ships Drive
Southhold, NY
DRAwrnG TITLB:
GENERAL NOTES
PLOT PLAN
tDAm 8/18106 "-
SCALB: AS NOTED
DRAWN BY: RJW
CHECK BY: RJW
REVISIONS:
\.. ./
PROJECT NO.
1370
DWG. NO.
Al
" ~. .
~
BOND & ANCHOR
#4 DOWELS C12"OC
VERT.
GROUT INTO EXISTING
EXISTING SPACE MUST
MAINTAIN REQ'D EGRESS
PER RESIDENTIAL CODE
OF NEW YORK STATE
EXIST. KITCHEN/DINING RM
EX. FOUND. WALL
.....
....
"FOUR SEASONS" SUN ROOM
DRAWINGS FOR ROOM DETAILS
AND ENGINEERING. ROOM IS TO BE
DESIGNED AS A PARTIALLY ENCLOSED
SPACE PER BUILDING CODE
OF NEW YORK STATE
PRIOR TO CONSTRUCTION ENGINEERING
BACKUP SIGNED 8< SEALED BY A LICENSED
PROFESSIONAL ENGINEER IN THE STATE OF
NEW YORK SHOULD BE SUBMITTED FOR
REVIEW 8< RECORD.
~, .
.= ..~
.......
,.
:....
.......
.....;
t ~ :
~4" PIP CONC.
SLAB (2500p,i "IN.) \
.....
-....
.
CO
"-
It)
'"
I
1'_0"
'" .
~?
.
'..<
. .'t:
~. l
.
~
~
..;
..:.
. .
SUN ROOM SHALL BE
UNCONDITIONED SPACE
,:.
.'.
:'~:"':'.':'
. .
.. ~ ..
. ".
'., ..:'..
......1 :........ .'.' ' ,
~ ." . ..... .. '.. .
.. '. . .'
.....
/I. .....
.. ..
:.. ,.
...... . ~ =
2"x4"-16"OC
FRAMING UNDER
FASCIA (lYP)
PIP CONC. FOUND.
(3000psi MIN)
18'-10"
18'-10"
LINE OF ROOF
OVERHA G
2'-0"
.
CO
"-
It)
'"
.1
'"
NOTE:
RJ WIND ARCHITECT, PC ASSUMES NO
RESPONSIBILITY FOR THE DESIGN AND/OR
PERFORMANCE OR CONSTRUCTION OF THE
PRE-FABRICATED SUNROOM ENCLOSURE BY
(FOUR SEASONS SOLAR PRODUCTS, LLC"
PIIR//IIL.- FL.-OOR' PL.-IN
PIIR//IIL.- FOUNDllr/ON PL.-IN
//4-lt...r,o'
//4-".../'-0"
COPf'ER OR ALUM. FlASHING
FOUR SEASONS WALL COMPONENTS
MIN. (2) 3/8"/11 S.S. BOLTS w/
1 1/4" WASHER PER GLAZING BAR
AND 16"OC MAX. - PER MANF. ENG.
REQUIREMENTS
5/8" ANCHOR BOLT
8" EMBED. - HOOKED
6' DC MAX. & MIN 12"
FROM EACH END
4" MIN. CONC. SLAB
OOps; MIN.)
"FOUR SEASONS" COllPONENTS
MIN. 3/8" OIA STL FASTERNER
NUMBER ol< EMBEOMENT PER
llANUF. ENGINEERING
2"x4" -1 6"OC
1/2" PLYWOOD
3 1/2" INSUL (R-15)
SIDING TO MATCH
1/2" PLYWOOD. 151 IlUlG PAPER
ol< ROOF TO MATCH EXIST
"SIMPSON" LSTA12
STlW' EA. SIDE
COPf'ER OR AlUM, FLASHING
2".6"-16" DC RAFTERS
wjLSU26 "SiMPSON' HANDER TO RIDGE
ol<HTS20 "SIMPSON" STRAPS AT OPP. END
2"x4" ACQ
PLATE
"SIMPSON" SPl OR EQ.
EA. STUD
TERMITE SHEILD
2.xe. RIDGE
z
;;
VAPOR BARRIER
~
:2
4" STONE & GRAVEL BASE
b
I
;.,
PIP CONCRETE (3000PSI MIN.)
2.x4' -16.OC
"SIMPSON. CS16
STRAPS EA STUD
1'-0.
MIN.
V.I.F. SOIL BEARING CAPACITY
OF 2000psf MIN.
EXIST, SOFFIT
MIN. (2)2".12.
HDR. OVER EXIST.
OPENING
([?) SCALE:
S
SCALE: 1. - 1'-0.
'"='"-0"
R J WIND
ARCHITECT, PC
4 Anthony Drive
ROCKY POINT, N.Y. 11 n8
PH: (831) 821-5582
Fax: (831) 821-5582
PROJECT NAME:
Kilcommons Residence
790 Ships Drive
Southhold, NY
DRAWINOlTILE:
PARTIAL FLOOR PLANS
DETAILS
ATE: 8/18/00
SCALE: AS NOTED
DRAWN BY: RJW
CHECK BY: RJW
REVISIONS.
PROJECT NO.
1370
DWG. NO.
A2
. '.,
.
EXIST. ROOF
EXIST.
ROOF
.
<0
~
........
~
~
~
~
I
10
~ .
0 , , , , , ,
~ , , , , , ,
I EXIST.
;.... , , , , , HOUSE ,
, , , , ,
.'~:."" :.":.'.~:. ~....":....~":'~~.... ..~..
.'. : to:
. '.... .~'~:'."'::::...,~~:.. ..,
.!'. .... ',#"
....... .
..... . ~:: ::.' .:......:' ~,:.. ~.' ;.: ~.. .~~'.,~. :::
.
O'
I~
;.,~
REI1R EL-B/ I1nON
5/DE EL-B/ I1nON
1/4!1",,/,~O"
//1-"-/'-0"
R J WIND
ARCHITECf, PC
4 Anthony Drfve
ROCKY POINT. N.Y. 11778
PH: (631) 821-5582
Fa.: (631) 821-5582
PR01ECT NAME:
KiIcommons Residence
790 Ships Drive
Southhold, NY
DRAWING TIn.E:
GENERAL NOTES
PLOT PLAN
;tAm 811&106 '\
SCALE: ASNOTIID
DRAWN BY: RJW
CHBCKBY: RJW
REVISIONS:
"- ~
PROJECT NO.
1370
DWG. NO.
A3
" ,.
.
Nailing Schedule
Description of Building Elements ~r::IIS
Roof Franina
Nail Spacing
Rafter to Too Plate (Toe Nailed'
Geilina Joist to Tnn Plate (Toe-Nailedl
Geilinn Joist to Parallel Rafter (Face Nailed)
lCeilina Joist Laos a>ler Partition/Face Nailed)
Collar Tie to Rafter (Toe Nailedl
Blockinn to Rafter /Toe Nailedl
Rim Board to Rafter End Nailed
oer Rafter
""'Joist
each Lan
each Lao
""rTie
each End
each End
3-8d
3-8d
10-16d
10-16d
2-1Od
2-8d
2-16d
2-16d'
4-16d
2-16d
16d
2-16d
3-16d
4-16d
2_16d2
""rFoot
Joints -ea. Side
24"oc
16"oc alon" ed"es
per 2"x4" stud
per 2"x6" stud
oar 2'')(8'' stud
per Foot
Wall Franina
TOO Plate to Too Plate (Face Nailed'
00 Plates at Intersections (Faoe Nailed)
ud to Stud (Faoe NailA<ll
Header to Header (Faoe Nailed'
op Plate or Bottom Plate to stud (End Nailed)
Bottom Plate to Roor Joist, Band Joist, End Joist
bf Blockino (Faoe Nailed
Floor Franina
Uoist to Sill Too Plate or Girder fToe Nailed)
Bridninn to Joist tToe Nailed
Blockino to Joist tToe Nailed
Blockina to Sill or Too Plate Toe Nailed)
Ledaer strio to Beam tFace Nailed'
Joist on L..noer to Beam /Toe Nailed'
Band Joist to Joist (End Nai led)
Band Joist to Sill or Too Plate tToe Nailed)
Roof Sheathina
4-8d
2-8d
2-8d
3-16d
3-16d
3-8d
3-16d
2-16d'
oar Joist
each End
each End
each Block
each Joist
ner Joist
ner Joist
""rFoot
structural Panels
6" edge /12"
field/4"oc @ Gable
Rake Overhang
8d
Diaaonal Board Sheath inn
1''x6'' or 1''x8'' 2-8d ""r SunlYlrt
1''x10'' or >Moor 3-8d nF!r Sunonrt
Cellina Sheathlna
Gvosum Wallboard 5d Coolers I 7"..me /10" field
Wall Sheathina
ructural Panels 6d 6" edae /12" field
Fiberboard Panels
7/16" 6d 3" e he /6" field
25/32" 8d 3" e he / 6" field
~m Wallboard 5d Coolers 7" ed e /10" field
Hardboard 6d 6" ertne /12" field
Particleboard Panels 6d 6" ..me /12" field
Diaaonal Board Sheath in"
1")(61 or 1"X8" 2-8d Der Suoonrt
1"x10" or>Mder 3-8d ~Sunnnrt
~ructual Panels Floor Sheathlna
8d 6" eOOe /12" field
1" or Less
Greater than 1" 10d 6'~e / 6" field
Diaaonal Board Sheathino
1 ''x6'' or 1 ''x8'' 2-8d Der Suoonrt
1 ''x 1 0" or >Mder 3-8d "'" Sunnnrt
1. Nailing requIrements are based on wall etleathlng nailed 611 oc at the panel edge. If
wall sheathing is nailed 3" oc at the panel edge to obtain higher shear capacities,
nailing requirements for structural members shall be doubled, or alternate connectors,
such as shear plates, shall be used to maintain the load path.
2. When wall sheathing is continous over connected members, the tabulated number
of nails shall be permitted to be reduced to 1-16d r
Alx>ve table tsken from Wood ConstruclDn Menuel for One & Two Femly Dwelklg (1995 Edllon)
NAILING & STRAPPING
(REQUIRED FOR ALL NEW CONSTRUCTION
'" AIlDmONS)
.tIllIE:
ALL STRAPPING TO BE , 1/4 "x2OGA HOT
IlIPPED GALVANIZED STEEL
OR "sIMPSON" EQUIVALENT - 0520 (ALL
~NG SHALL BE INSTALLED PER
lIANF. SPECS.)
RAF'TfR TO RIOOF':
STRAP: (4)Sd COMMON 0 EA END
COLAR TIE: (3)1Od COMIION 0 EA END
RAFTER TO TOP PLAT[ TO sruo:
STRAP: (3) Sd COMIION 0 EA END OF STRAP
STUD TO F1...00R A.C:;SF'URl Y TO STUD:
STRAP: (3) Sd COMMON 0 EA END OF STRAP
FOR SECOND FLOOR AOOmONS:
SHEATHING TO a>lERlAP FIRST a: SECOND FLOOR
STUDS BY IIIN. 12"
STUD TO FI noR A.C:;SE:UBl Y TO SIL~:
STRAP: (3) Sd COMlION 0 EA END OF STRAP
WRAPPED UNDER MUD SIll.
STUD TO F1 noR A-C:;SE:UBL Y TO SILL-:
(SlAB ON GRADE AND/OR GARAGE APPUCATIONS)
SP3: (6) 10d COIIMON TO STUD a: (6) 10d
COMMON TO PLATE
COLLAR TIE
32"OC lIAX.
~.,.
:.w.
~.2",: ~ !,>.
.., p....
.. ~: '::~.":~
ANCHOR BOLT SPECS
(WOOD FRAlIE CONSTUCTION MANUAL FOR ONE a:
TWO FI\IoIILY DWELLINGS - 2001 EDmeN)
3' -O"OC (TWo STORY) 6" MtN
6'-0"00 (ONE STORY) 12" lIAX
PLAN
3"sQ.x 5/16" WASHERS
a: END NUT SETUP
DBL SIll. PLATE
1 1/4"x2090 STEEL STRAP
LAPPED UNDER SILL PLATE
5/8"' ANCHOR BOLTS
PIP CONC. FOUND.
[Q]
~~
~~
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.
<[Q]
. z
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"
.;
SECTION
NOTES:
1. USE 5/8"0 ANCHOR BOLTS w/MIN. 7'
EMBEDlIENT INTO CONCRETE w/;l"sQ.x 5/'6"
WASHERS AND END NUT SETUP
2. ANCHOR NOTED HERIN ARE NOT TO BE USED
FOR OR REPl-'CED BY HOLOOWNS FOR SHEARWALLS
3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN
6"l11N TO 12"l1AX FROII ENOS a: CORNERS
R J WIND
ARCHITECT, PC
4 Anthony Drive
ROCKY POINT, N.Y. 11778
PH: (831) B21-5582
Fax: (631) 821-5582
PROJECT NAME:
Kilcommons Residence
790 Ships Drive
Southhold, NY
DRAWING1Tl1..R
DETAILS
n;:;:rn, 8n8J06 "\
SCALE: AS NOTED
DRAWN BY: RIW
CHECK BY: RIW
REVISIONS:
\. ./
PROJECT NO.
1370
DWG. NO.
A4
..
SYSTEM 8 GEORGIAN CONSERVATORY
GENERAL NOTES
~. 5EALA,I,T
I ALL 5EWNT CONFORMS TO TI-5-0C ISL3-A. TT-5-00230G. ASTM ::-920 T"P: 5
GRADE ;~5, CLASS 25
A. fOUNDATIONS
I ALL SUBSTRUCTURES INCLUDING BUT NOT LIMITED TO fOUNDATIONS ~ DECKS SHALL BE DESIGNED BY O'HERS
2 CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS :lASED ON CAPACITY OF
FOURS SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO 5UB5TRUCTU~ 5riAL~ BE DESIGNED 5Y OTHERS
I GASKET ';'J
:. ALL GA~,r,nS ARE CO-EXTRUDED AND AR~ NOI~-MIGRATORY
B. ~15TING STRUCTURES
I THE CAPACITY OF THE EXISTING OR NEW STRUCTURE TO RESIST ALL LOADS IMPOSE::) BY THE FOUR SEASONS ROOMS
SHALL BE EVALUATED BY OTHERS
2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR SEASONS
COMPONENTS. THE ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTURES SHALL BE DESIGNEO BY OTHERS.
ROClM 'j:"EClFICS
R~FEREN:E STANDARDS;
ASH/! E 119
ASTM E 1300
ASCE 7-02
C. STRUCTURAL STEEL
I ALL STRUCTURAL STEEL CONfORMS TO ASTM A3G OR ASTM A572 GRADE 50
a) WALL GLASS CODE 74, R"VALUE; 4.0.
ROOF GLASS CODE 78, R-VALUE; 4.0
b) WALL PANELS TO BE 3" INSULATED
c) 5 1/2" RAFTER BARS W/ 7" HIP BARS
dJ 3G 5/8" O.C. BAYS
e) (4) CASEMENT WINDOWS. (5) FIXED WINDOWS
F) (I J G'.O" SLIDER DOOR, (I) 3'-0" SWING DOOR
D. ALUMINUM
I. ALL STRUCTURAL ALUMINUM CONfORMS TO THE MINIMUM REQUIREMENTS OF G005-T5 FOR ALLOY AND TEMPER
EXCEPT AS NOTED BELOW:
2. ALL STRUCTURAL ALUMINUM WORK CONFORMS TO "PART I-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES.
ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECifiCATIONS fOR ALUMINUM STRUCTURES - BUILDING LOAD AND
RESISTANCE fACTOR DESIGN" Of THE ALUMINUM ASSOCIATION. ING. SEVENTH EDITION. EffECTIVE JANUARY 2000
3. IN ALL INSTANCES WrlERE ALUMINUM COMES INTO CONTACT WITH STEEL. PROVIDE DIELETRIC SEPERATION.
K, DEfLECTION CRITERIA
I . ALL MEMBERS MEET OR. EXCEEDS THE fOLLOWING MINIMUM DEFLECTION LIMITS:
LL DL + LL
~ ~
Vl80 Vl80
UI75
E. FASTENERS
1 . ALL LAG BOLTS SHALL CONFORM TO ASTM A3G.
2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8x BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN,)
3 LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WlTH PILOT HOLES HAVING A DIAMETER NOT GREATER
THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED
IN PILOT HOLES BYTURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER.
4. All EXPANSION ANCHORS SHALL BE DESIGNED (BY OTHERS) IN ACCORDANCE WITH THE SPECIfiC MANUFACTURER'S REQUIREMENTS
AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER.
5. ALL FASTENERS CONNECTING ALUMIMUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWlSE NOTED
ON PLANS
a. STRUCTURAL ALUMINUM:
b WOOD:
d GLASS;
K. DESIGN LIVE LOADS
STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING
LIVE LOADS IN ACCORDANCE VVlTH THE 2002 NEW YORK STATE BUILDING CODE.
DEAD LOAD: 7 PSF
2 GROUND SNOW LOAD: 45 PSF
3 WIND LOAD'
BASIC WIND SPEED: 120 MPH
WIND EXPOSURE, C
VELOCITY PRESSURE EXPOSURE COEFFICIENT,Kz:O,85
DtRECTIONALlTY FACTOR., N:l: 0.85
GUST EfFECT FACTOR, G, 0.85
IMPORTANCE FACTOR, L 1.0
INTERNAL PRESSURE COEFFICIENT, GCpl' 0.55
DESIGN VVlND PRESSURE (WALl): 32.7G PSf
DESIGN WlND PRESSURE (ROOF): 35.02 PSF
CONFORMS WITH PARTIAllY ENCLOSED DESIGN AND DOES
NOT REQUIRE HURRiCANE SHUTTERS
F. GLASS
I GLASS UNITS CONSISTS OF TWO PANES Of 118" THICK TEMPERED GLASS WITH A 5/8" STAINLESS STEEL SPACER. BET\N'EEN
PANES WITH AN ARGON fiLL
2 GLASS CONFORMS TO ASTM E 1300
3. ALL MC-I G CLEAR ARGON ROOf GLASS HAS THE FOLLOWING MINIMUM PROPERTIES,
VISIBILITY TRANSMllTANCE = I G %
SOLAR TRANSMITTANCE = I 0 %
ULTRAVIOLET TRANSMITANCE = 7 %
VISIBLE OUTSIDE REFLECTIVITY = I I %
VISIBLE INSIDE REFLECTIVITY = 25 %
SHADING COEFFICIENT = .18
SOLAR HEAT GAIN COEFFICIENT = .15
RELATIVE HEAT GAIN = 351
ASH RAE VVlNTER U VALUE = .25
ASH RAE WINTER R VALUE = 4.0
4 All MC-5G CLEAR AR.GON WALL GLASS HAS THE FOLLOWING MINIMUM PROPERTIES,
VISIBILITY TRANSMITTANCE = 56
SOLAR TRANSMITTANCE = 29
ULTRAVIOLET TRANSMITANCE = 13
VISIBLE OUTSIDE REfLECTIVITY = 10
VISIBLE INSIDE REFLECTIVITY = 17
SHADING COEFfiCIENT = ,38
SOLAR HEAT GAIN COEfFIClU,1 r 33
RELATIVE HEAT GAIN /'j
ASrlRN WINTER U VNUE = .25
N';~ r2~-\c: \Iv1NTER R VALUE = 4.0
4. LATERAL DESIGN CONTROLLED BY WIND.
ENERGY INFORMATION
R-VAlUE 3' SOUD ROOF PANEL: 13.4
R-VALUE 4.25' SOLID ROOF PANEL: 18.G I
R-VALUE 7/8" ROOF GLASS PANEL: 4.0
R-VALUE 3" SOLID WALL PANEL: 13.4
R-VALUE 7/8" WALL GLASS PANEL: 4.0
WIND-BORNE DEBRIS REGIONS: (EITHER)
I) AP.E,4S 'MTHIN HURRICANE-PRONE REGIONS WIHIIN I \11[[ OF THE COASTAL
MEAI~ HIGH WATER LINE WHERE THE BASIC WII.H) 5FtE[J 15 I 10 MILes PER HOUR OR GREATER.
2) AREAS VVlTH A BASIC WIND 'JPEED Of 120 l'v'ILE:5 PER rjOUR OR GREATER.
IN T11!:SE REGIONS ACCQf'Olt1G TO SECTION I G09.1.4 OF 2002 NY5BC, ri'iI: GLASS SHALL BE
ASSUMED TO BE OPEN. IT1E SUNROOM IS THEREFORE A~IALYZED AS A I"A:,',!IALLY OPEN STRUCTURE
ACCORDING TO ASCE ';-95 (SECTION' 609.1 I, SECTION I G09.1.4.', 1,;0:3.2)
G :)iRUCTURAL LUMBER
I. STRUCTURAL WOOD FRAMING CONSISTS OF 3/4' lAMINATED PANELS WITH A SPECIFIC GRAVITY, G, Or-' 0.42
2 STRUCTURAL PROPERTIES'
E "" I .(;(;0,000 P5!
POI5Sm1: .347
DENSITY: 40 PCF
3 ALLOWABLE STRESS VALUES:
Fb: 2400 PSI
Fe: 1900 PSI (PARALLEL). 650 P:;I (pERPENDIC! ! "")
i't: 1150 PSI
I"F ~75 PSI
M. COORDINATION
I. FOUR SEASONS 5UNROOMS 15 NOT RESPONSIBLE FOR VERIFYING -t COORDINATING
THE INFORMATIONBETWr.l:NTHESE DRAWINGS -t ANY OTHER DRAWINGS USLO IN CONJUCTION
WITH THESE DRAWINGS.
N. ABBREVIATIONS
THE FOI_LOWlNG LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON
THESE DRAWINGS. BUT TO SUPPlfMENT THE MORE COMMON ABBREVIATIONS USED'
I . TYP. - TYPICAL
SIM - SIMILlAR
LION. UNLESS 01,11 ~;'.'/15E NOTED
4 C-::;\JT. - CONTINUO' ~-
r) Cm~SlRUCTIOH 5;,-".tl''-
rHESE ORAWIN~) DO Nor C, IN NEC'
i if ~11''iTALLf:R :'.;1' !\LL PROVIUi: /,DEQUAII:
',:!,'.T WIND, :~STRUCTlCi~ LOADS -f- ,j
r', SUPfU' - THL: FRAMING
FASTENER SCHEDULE FOR SYSTEM b, 8 $ :J
TO EXiSTING STRUCTURES $ FOUNDATIONS
COMPQNENl
FASiENER NOjSPACING
(MIN.) FASTENERS
3/8" 0 2 (MIN.) @ EACH COLUMN
I 1/4" WASHER
COLUMN/SILL
GLAZING BAR
WALL COLUMN
114" 0 2 (MIN,)
3/8" 0
2 IN ,OP G" (3" APART)
30' O.G. (MAX.) VERTICALLY
NOTE ALL FASTENERS SHALL BE STAINLESS STEEL -t SHALL HAVE
MINIMUM 3" EMBEDMENT INTO STRUCTURAL FRAMING
DRAWING APPROVAL NOTE:
DRAWINGS AND ENGINEERING ARE PROVIDED
BASED ON INfORMATION SUBMITTED BY THE
PARTNER TO THE ENGINEERING DEPARTMENT.
ANY PREVIOUS ORDERS OR CONFIGURATIONS
MAY NEED TO BE ADJUSTED, DU:: TO ADDITIONAL
STRUCTURAL ENGINEERING REQUIREMENTS.
IT 15 THE RESPONSIBLlTY OF THE PARTNER TO
COORDINATE CHANGE ORDER REQUESTS THROUGH
THE CUSTOMER SERVICE DEPARTMENT AND/OR
THE TECHNICAL DEPARTMENT.
DOCUMENTS ARE VALID ONLY
WITH AN ORIGINAL STAMP
AND DATED SIGNATURE
r'OMrO~jENT5 FOR SAfETY [)L CONST); -'',J
',.:y of<^CING. ':d DRING 4- GV' :;G Of fF',,\r .
f'/,RY FORe 1 INTIL NO LUNGER P..fCi,'
P. PATiO l:OVER
VV11EN1JSED AS A PATIO COVE,< fHE ROO~"I ':!
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KILC0;'i::;!ONS
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BY OTHrc~5
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DRAWN BY, Jr'
ReVIEWED BY,
1/2' j
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DA, ,', 08/31/l>"
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AND DATED 51 " i\TURf OF 7
I --- -~- ~
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\D
EXTR'D AcUMINUM
GWING CA~ (A"bGeS)
::XTR"OALUMINUIV
EAVE ENO C",P/"'"i:;IIO:
-'WO 113" [.32=] THK. 5ETTlIJG
BLOCKS (11(.1023) AT 1/4 FOINTS
EXTR'D ALUMINUM
EAVE MUNTIN (AN8EM)
EXTR'D ALUMINUM
OUTER EAVE
HEADER. (A"8EHOI
GlAZING CORD
(RKSNGL)
EXTR'O ALUMINUM
BEAUTY CAP (Ao4E\C)
B
3
Ijlb"'GWINGTAPE
(HKI009ACK.)
3/4" WOOD SHIM
(BYIN5TALLER)
EAVE TRIM (WNeEW)
(TO BE MODifiED IN FIELD)
EXTR'D ALUMINUM
INNER EAVE (A"BEHI)
EAVE TO TOP OF TRANSOM
NOT TO SCAL!
#14 x I 1/4' [3Ibcmj5CR.EWS
(HN20B5) (EIGHT PER EAVE CUP)
EXTR'D ALUMINUM
EAVE CUP (CWbI Or;A)
wOOD TRIM
(WNBG5)
FOR. 51/2" [19.!;9cm]
DEEP WOOD BEAM
UNDERSIDE OF EAVE
91 1/2"
3ft',. I 114" [.95cm ~ 3. I&m]
SELf TAPPING
SCREWS (HN2082)
(fOUR PER EAVE CLIP)
EXTR'D ALUMINUM
fiXED EAVE (A'7E3B)
#IOx 1/2" [1.27cm] rEr.
5CREW(TI51)@Ir;"O,C
#IOx 1/2" [1.27cm]TEK.
SCREW (7" I 5 I) ON EITHER
SIDE Of COLUMN INTO AND
AT @IG"O.C IN &TW'EEN
WOOD Sill TRJM
(WNGf'fST3U)
1'1000 NAilER
(BYINSTAllERJ
#IOx 1/2" [1.27cm] TEK
5CREW(7"151) @lb"O'~
EXTR:DALUMINUM
BEAUTY CAP (A"4BC)
APPLY SIUCONE 5EAlANT
All OVEi<. FASTENEi<. HEADS
MINIMUM CONNECTIONS ARE SHOWN
[N nil" SCHEDULE ON PAGE I
ACTUAL DES[GN Of THESE CONNECTIONS
MUST BE DETERMINED BY A DESIGN
PP..OfES510NAl
TOP OF BA5EWALL
185/8"
EXTR'D ALUL,1;[~UM -"
SILL (A'8S;\
fXTR'D ,\"JIAINUM------------
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----/
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BY OTHERS
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SILICONE SEALANT
BY INSTALLER
CD Bo(?~"'2~ SWING I
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ReVIEWED BY,
(, '. CT DA[r 08/1 GIOG
Di\ i'/3 i lOG
KILCOMMONS
j,
3
(','-
7
.
EXTR'D ALUM BEAUTY
CAP (4BC)
#10" I 1/4"j3,18CM]5.5 SCREW
(HN20051 AT APPROX. 10. {25.4CM]
O.c. TO SECURE GLA2ING CAP WI
THERMAL BUSHING (CN420 I)
GLAZING CORD (RKSNGL)
THREE #10" 3J4" [1.5ICM]
WOOD SCREWS (HNZ037)
PER CUP
FOURHIO" I 1/2" [3.8ICM]
WOOD 5CREVVS (HN2 I I I)
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(BY INSTALLER.)
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NECESSARY TO SUIT FIELD
CONDiTIONS
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DOCUMENTS ARE VALID ONLY
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3/8" DIA. X G" [O.93CM x
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ClL Of EACH BACK TO
BACK BAR AT RIDGE
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